›› 2007, Vol. 28 ›› Issue (S1): 63-68.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of the experimental mechanism of deeply buried anti-slide pile by FEM

SONG Ya-kun1, ZHENG Ying-ren1, LEI Wen-jie2   

  1. 1. Department of Civil Engineering, Logistical Engineering University, Chongqing 400041, China; 2. Key Laboratory of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2007-05-31 Online:2007-10-25 Published:2014-03-28

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Abstract: In order to testify the mechanism of deeply buried anti-slide piles to reinforce the slope, the finite element method is used to analyze the experiment, the distribution and magnitude of lateral force on the piles and the distribution and magnitude of lateral force on the top of the pile are computed, and the safe coefficient varying with pile length from which the least length of deeply buried anti-slide piles meeting the needs of design is acquired. It shows that the result calculated by the finite element method is close to that got from the experiment. It proves the feasibility of designing the deeply buried anti-slide piles by the finite element method.

Key words: deeply buried anti-slide piles, large modeling experiment, FEM, reinforce mechanism

CLC Number: 

  • TU 473
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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